Mt Home Chapel B13 - Amendment 0005_Part3.pdf

EXISTING

WEST ORGAN

RELOCATED ORGAN

PIPES, TYP.

STAGE

EXISTING

NORTH

ORGAN

NORTH BALCONY

EXISTING ORGAN

PIPES ABOVE ENTRY

EXISTING ORGAN PIPES

TO BE REINSTALLED AT

EXISTING LOCATION

G E N E R A L O R G A N N O T E S :

A. REMOVE THE EXISTING CASE AND ORGAN, INCLUDING CAREFULLY PACKING THE PIPEWORK SO AS NOTE TO DAMAGE

EXISTING PIPES. INVENTORY PIPES AS REMOVED. ONCE TRANSPORTED OFF SITE FACILITY, COMPLETE A LAYOUT OF ALL

PIPES TO DETERMINE STATUS AND NECESSARY REPAIRS.

B. INSPECT, CATALOG, AND WASH EACH SALVAGEABLE PIPE. MISSING OR DAMAGED PIPES WILL BE NOTED AND REPAIRED, OR REPLACED AS NECESSARY.

C. CATALOG AND DIMENSION EXISTING COMPONENTS TO BE REUSED.

D. CONSTRUCT A NEW CONSOLE SHELL, TO MATCH PREVIOUS. BUILD NEW ALL-ELECTRIC CHESTS TO REPLACE EXISTING

ELECTRO-PNEUMATIC CHESTS.

E. COMPLETE CONSTRUCTION OF CONSOLE CASE AND ASSOCIATED PARTS. REFER TO EVALUATION REPORT FOR MORE

INFORMATION

F. PARTS OF EXISTING CASEWORK DEEMED REUSABLE WILL BE PROFESSIONALLY TANK-STRIPPED, RE-DIMENSIONED, AND ALTERED TO FIT NEW PLAN. NEW CASEWORK OF WOOD IN KIND SHALL NEED TO BE CONSTRUCTED AS NEEDED TO FINISH

THE EXPOSED-TO-VIEW CABINETWORK

G. PIPES SHALL BE FITTED TO THE NEW WINDCHESTS, WITH APPROPRIATE ADDITIONAL RACKS AND BRACING FOR TALLER PIPES. WINDCHESTS SHALL BE CONSTRUCTED OF HEAVY POPLAR LUMBER AND MULTI-PLY VOIDLESS PLYWOOD. ALL NON- VISIBLE WOODWORK SHALL BE FINISHED WITH TWO COATS OF LACQUER SANDING-SEALER, SANDED BETWEEN COATS.

ELECTRO-MAGNETIC VALVES SHALL BE INSTALLED UNDER PIPE HOLES ONCE ALL PIPES HAVE BEEN FITTED TO NEW

CHEST SHELLS.

H. WINDCHESTS SHALL BE FITTED WITH NEW WIRING HARNESS AFTER FINISHING, WITH MAGNETS WIRED IN A LOOM, USING

HIGH-QUALITY COLORED TELEPHONE CABLE

I. CONSTRUCT A NEW FLOOR FRAME OUTLINING THE SPACE THAT SHALL BE OCCUPIED IN THE CHAPEL, FINISH NEW FRAME.

REFER TO ORGAN EVALUATION REPORT FOR MORE INFORMATION.

J. EACH ORGAN SHALL BE BUILT FOLLOWING THE ABOVE SPECIFICATIONS AND THE ORGAN EVALUATION REPORT .

DEDUCT ALTERNATE: ORGAN IS REMOVED AND STORED ON VA CAMPUS. VA SHALL ISSUE A SEPARATE PROJECT FOR THE REPAIR

AND REINSTALL OF ORGAN.

G E N E R A L B E L L N O T E S :

A. REMOVE EXISTING BELL AND DISASSEMBLE.

B. REMOVE ORGANIC MATERIAL AND PATINA FROM BELL AND ADDITIONAL METAL COMPONENTS

C. SEAL BELL WITH A CLEAR SEALER TO PREVENT RAPID OXIDATION

D. CAST IRON PIECES SHALL BE CLEANED/REPAIRED TO REMOVE PAINT, RUST, AND SCALE. POWDER COAT WITH MEDIUM

GLOSS BLACK

E. AFTER REFINISHING OF BELL AND ASSOCIATED COMPONENTS, REASSEMBLE. USE STAINLESS STEEL FASTENERS WHERE POSSIBLE. REPLACE WOOD BELL RUNNERS IF NEEDED WITH HIGH-QUALITY WOOD TIMBERS, AND SEAL.

F. REPAIR EXISTING WOOD WHEEL AND CLEAN / SEAL, OR REPLACE AS NEEDED.

G. TEST BELL FOR CORRECT BALANCE BY SWINGING, AND ADJUST AS NECESSARY

H. SUPPLY HIGH QUALITY ENGLISH CHANGE RING STYLE ROPE WITH WOOL SALLY FOR HAND RINGING FOR TOLLER AND

WHEEL

I. RETURN WHEEL TO BELL LANDING AND RE-INSTALL.

BELL LANDING

39' - 1 23/32"

WHEEL

BELL SUPPORT

BRONZE BELL

WOOD SUPPORT

WOOD

PEDESTAL

AE402

BELL LANDING

SHIPS LADDER TO FLOOR BELOW

BELL AND

PLATFORM

STEEL

POLE

STEEL POLE

STEEL

POLE

DISPLAY

SIGN

DISPLAY

SIGN

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

COPPER

FRAME

REPLACE

COPPER

TRIM

AE402

REPLACE

COPPER

TRIM

REPLACE

COPPER

TRIM

G E N E R A L O U T D O O R S I G N N O T E S :

A. DISASSEMBLE EXISTING SIGNS. CLEAN EXISTING OXIDATION, ORGANIC MATERIAL, AND PATINA OFF OF METAL

COMPONENTS.

B. EXISTING PAINTED STEEL POSTS TO REMAIN. REMOVE PAINT, DE-OXIDIZE AND CLEAN IN EXISTING PLACE TO "LIKE NEW"

FINISH. PAINT ALL EXISTING POSTS.

C. CLEAN OXIDATION FROM EXISTING TRIM AND REPLACE AS NECESSARY

D. SEAL AROUND GLAZING TO MAKE WATERTIGHT.

E. INSTALL NEW COPPER TRIM AT LOCATIONS NOTED IN DRAWING. INSTALL PRESSURE TREATED WOOD BLOCKING BEHIND

AREAS RECEIVING NEW COPPER TRIM.

F. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO ASSESS THE WORK REQUIRED AT THE OUTDOOR SIGN.

G. PROVIDE NEW FASTENERS OF COMPATABLE MATERIALS.

G E N E R A L C R O S S N O T E S :

A. NEW CAST ALUMINUM CROSS.

B. ORIENT NEW CROSS ORIENTATION TO FACE SOUTH.

C. CONNECT NEW CROSS WITH EXISTING LIGHTNING PROTECTION SYSTEM.

D. NEW BASE PLATE AND ESCUTCHEON PLATE TO CONNECT CROSS TO ROOF STRUCTURE.

E. CONTRACTOR SHALL SUBMIT CROSS CONNECTION DETAILS TO VA COR AND ARCHITECT FOR REVIEW AND APPROVAL

PRIOR TO CONSTRUCTION.

ROOF PLAN

59' - 1 15/32"

BASE PLATE

ESCUTCHEON

PLATE

CAST ALUMINUM

CROSS

2' - 6 1/2"

3"

BOLTED

CONNECTION

BASE PLATE

ESCUTCHEON

PLATE

BASE OF

CROSS

1' - 3"

REBUILD EXISTING COPPER

TRIM AS NECESSARY. MATCH

EXISTING TRIM PROFILE.

REBUILD EXISTING

BLOCKING AS

NECESSARY

EXISTING SIGN

FACE

G E N E R A L N O T I F I C A T I O N B O X N O T E S :

A. CLEAN OXIDATION FROM EXISTING COPPER CAP.

B. REMOVE RUST FROM HINGES TO ALLOW FOR FRAME TO CLOSE COMPLETLY.

C. REMOVE PEALING PAINT WITHIN THE NOTIFICATION BOX.

D. EXISTING WOOD FINISH TO REMAIN.

1' - 2" +/- 3" +/-

COPPER CAP

EXISTING WOOD BOX

EXISITNG WOOD FRAME

EXISTING GLASS

HINGES

G E N E R A L C O N F E S S I O N A L N O T E S :

A. SAND EXISTING WOOD AND PREP TO RECEIVE NEW STAIN.

B. INSTALL WOOD ROOF PANEL WITH GLASS INLAY.

C. STAIN WOOD TO MATCH NEW TRIM.

7' - 0" +/- 3' - 8" +/-

HALF WOOD DOOR WOOD DOOR

FRONT ELEVATION SIDE ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021

C U s e rs

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A

M

AE402

ENLARGED ORGAN & BELL PLANS,

ELEVATIONS AND DETAILS

Owner

PQ DB

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

ENLARGED WEST ORGAN PLAN

1/4" = 1'-0"

ENLARGED NORTH ORGAN PLAN

1/2" = 1'-0"

BELL ELEVATION

1/4" = 1'-0"

BELL LANDING - FLOOR PLAN

1/2" = 1'-0"

SOUTH - ELEVATION - OUTDOOR SIGN

1/2" = 1'-0"

SOUTH - ELEVATION - CROSS

1 1/2" = 1'-0"

ENLARGED PLAN - CROSS BASE

6" = 1'-0"

SIGN TRIM

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

1 1/2" = 1'-0"

ELEVATIONS - NOTIFICATION BOX

1/2" = 1'-0"

CONFESSIONAL ELEVATIONS

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

ALUMINUM HANDRAIL AT

36" ABOVE STAIR

NOSING; ANODIZED

BRONZE

ALUMINUM GUARDRAIL AT

42" ABOVE STAIR NOSING;

ANODIZED BRONZE

BRICK LEDGE VARIES -

SEE ELEVATIONS

ACCESS GRATE

FOOTING. SEE

STRUCTURAL

DRAWINGS

AS501

WATERPROOFING MEMBRANE

4" GRANULAR FILL

4" GRANULAR FILL

4" GRANULAR FILL

PROTECTION BOARD

WATERPROOFING

MEMBRANE

CONCRETE LANDING

STEEL CHANNEL ANCHORED

TO WALL. REFER TO

STRUCTURAL DRAWINGS

FOUNDATION DRAINAGE

GRANULAR FILL

1/2" EXPANSION JOINT

MATERIAL, TYP.

12" CMU WALL - SEE STRUCTURAL

FOR REINFORCEMENT

EXISTING BRICK WALL

CONCRETE SIDEWALK - SEE

CIVIL DRAWINGS

AS501

N 52' - 2 25/32" E 38' - 5 1/8"

EL -1' - 0"

SLOPE:

1:20

N 25' - 7 1/4" E 50' - 11 9/32"

EL -2' - 0"

5' - 0"

6' - 5" 4' - 10" 7' - 2"

SLOPE:

1:20

SLOPE:

1:20

AS432

18' - 5"

AS432

116A

G E N E R A L N O T E S :

A. REPAIR DAMAGE TO SIDEWALKS, CURB AND GUTTER AS A RESULT OF CONSTRUCTION AND DEMOLITION ACTIVITIES.

B. REFER TO SHEETS AS431, AS432, AND AS501 FOR SECTIONS AND DETAILS OF NEW ENTRY RAMP AND STAIRS.

C. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE, AND CONSISTENCY.

D. EXISTING EXTERIOR WOOD BRACKETS, RAILINGS AND GUARDRAILS ARE SCHEDULED TO HAVE THE EXISTING PAINT REMOVED AND REPAINTED. THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

IDENTIFY THOSE INCIDENCES TO THE C.O.R. PRIOR TO THE START OF REFINISHING AND REPAINTING SO THE UNIT CAN BE

PROPERLY REPAIRED OR REPLACED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

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AS431

ENLARGED RAMP - SECTIONS,

ELEVATIONS AND DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

D R A W I N G N O T E S :

1 CONCRETE PAD. BRUSHED CONCRETE FINISH.

2 CAST STONE CAP.

3 ALUMINUM GUARDRAIL.

4 CONCRETE STAIR.

5 CONCRETE RAMP.

1/2" = 1'-0"

RAMP SECTION

1/4" = 1'-0"

ENLARGED RAMP - MAIN ENTRANCE

No. Revisions: Date:

UP

AS432

1' - 0"

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING;

ANODIZED BRONZE

ALUMINUM GUARDRAIL AT 42"

ABOVE LANDING; ANODIZED

BRONZE

CAST STONE CAP

CAST-IN-PLACE CONCRETE

STAIRS

AS501

4' - 7" 6' - 6 3/4" 4' - 7"

15' - 8 3/4"

/2

CAST-IN-PLACE

CONCRETE LANDING

14' - 7 1/2"

RAISE EXISTING ELECTRICAL

MANHOLE COVER TO BE

FLUSH WITH NEW LANDING

STRIP EXISTING

PAINT FROM WOOD

RAILING - REPAINT TO

MATCH EXISTING

STEEL GRATE ACCESS PANEL

FLUSH WITH CONCRETE

SURFACE - PROVIDE HASP AT

GRATE

DNDN

DN

3' - 0"

AS432

AS432

104A

CAST STONE

CAP

ALUMINUM GUARDRAIL

CAST-IN-PLACE

CONCRETE STAIRS

BRUSHED CONCRETE,

TYPICAL

5' - 0" 1' - 1" 3' - 6"

/2

1' - 1"

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

AS501

/2

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

AS432

3 5/8" BRICK

4" CAST IN PLACE

CONCRETE WALKWAY

4" GRANULAR FILL

GUARDRAIL

CONCRETE FOUNDATION.

REFER TO STRUCTURAL

DRAWINGS.

CONCRETE FOOTING.

REFER TO STRUCTURAL

DRAWINGS

LIMESTONE CAP

ARCHITECTURAL CONCRETE

FINISH

AS501

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE STAIR.

REFER TO STRUCTURAL

DRAWINGS.

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

ALUMINUM HANDRAIL AT 36" ABOVE

STAIR NOSING; ANODIZED BRONZE

CAST-IN-PLACE

CONCRETE LANDING

BRICK COLUMN

CAST STONE

CAP

ALUMINUM GUARDRAIL -

4" GRANULAR FILL

5 TREADS AT 11" EA. = 4' - 7"

R

IS

E

R S

A T

E A

ALUMINUM HANDRAIL BEYOND - REFER TO B/AE501

FOR DETAIL

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

AS432

/8

NEW BRICK AND MORTAR TO MATCH EXISTING BRICK

AND MORTAR IN COLOR, STYLE, AND PROFILE, TYP.

/8

1' - 0" 2' - 6 1/4" 1' - 0" 7' - 8 1/4" 1' - 0" 17' - 7 5/8" 1' - 0"

CONCRETE STAIRS

STONE CAP, TYP.

BRICK COLUMN, TYP.

ALUMINUM GUARDRAIL

AT 42" ABOVE LANDING;

ANODIZED BRONZE

ALUMINUM HANDRAIL

AT 36" ABOVE STAIR

NOSING, TYP.;

ANODIZED BRONZE 5'-0" MAX

EQ

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE LANDING.

REFER TO STRUCTURAL

DRAWINGS.

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING

FOOTING DRAIN.

7 TREADS AT 12" EA. EQUALS 7' - 0"

R

IS

E

R S

A T

E A

. E Q

U A

L S

ALUMINUM HANDRAIL AT 36"

ABOVE RAMP

ALUMINUM GUARDRAIL AT 42"

ABOVE RAMP

TYP.

1' - 0"

TYP.

1' - 0"

T Y

P

CAST STONE

CAP

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING

AS432

5' - 0" 1' - 1"

CAST-IN-PLACE

CONCRETE

STAIRS

CAST-IN-PLACE

CONCRETE LANDING

ALUMINUM GUARDRAIL AT

42" ABOVE STAIR NOSING

CAST STONE

CAP

CAST STONE CAP

ALUM. GUARDRAIL

AT 42" ABOVE

CONCRETE RAMP

ALUM. HANDRAIL

AT 36" ABOVE

CONCRETE RAMP

5' - 10"

CAST STONE

CAP

CAST STONE

CAP

ALUMINUM

GUARDRAIL AT 42"

ABOVE LANDING

ALUMINUM

GUARDRAIL AT 42"

ABOVE LANDING

CONCRETE LANDING

CAST-IN-PLACE

CONCRETE STAIR

AS432

3' - 0"2' - 0"

DN

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

V .I .F

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING;

ANODIZED BRONZE

CONCRETE STAIRS

STONE CAP

BRICK COLUMN

ALUMINUM GUARDRAIL

AT 42" ABOVE LANDING;

ANODIZED BRONZE

5'-0" MAX

EQ

12' - 1"

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE LANDING.

REFER TO STRUCTURAL

DRAWINGS.

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

3' - 0"

ALUMINUM HANDRAIL AT 36" ABOVE

STAIR; ANODIZED BRONZE

G E N E R A L N O T E S :

A. REPAIR DAMAGE TO SIDEWALKS, CURB AND GUTTER AS A RESULT OF CONSTRUCTION AND DEMOLITION ACTIVITIES.

B. REFER TO SHEETS AS431, AS432, AND AS501 FOR SECTIONS AND DETAILS OF NEW ENTRY RAMP AND STAIRS.

C. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE, AND CONSISTENCY.

D. EXISTING EXTERIOR WOOD BRACKETS, RAILINGS AND GUARDRAILS ARE SCHEDULED TO HAVE THE EXISTING PAINT REMOVED AND REPAINTED. THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

IDENTIFY THOSE INCIDENCES TO THE C.O.R. PRIOR TO THE START OF REFINISHING AND REPAINTING SO THE UNIT CAN BE

PROPERLY REPAIRED OR REPLACED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

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/2

:0

:2

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M

AS432

ENLARGED STAIRS - SECTIONS,

ELEVATIONS AND DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0" D

ENLARGED STAIR - MAIN ENTRANCE

1/4" = 1'-0"

A

ENLARGED STAIR - SOUTH TRANSEPT

1/2" = 1'-0"

SOUTH TRANSEPT STAIRS - LONG. SECTION

1/2" = 1'-0"

SOUTH TRANSEPT STAIRS - TRANS. SECTION

1/2" = 1'-0"

ENTRANCE STAIR - SECTION

1/4" = 1'-0" E

FRONT ENTRANCE - ELEVATION

1/2" = 1'-0"

STAIRS AT RAMP ENTRANCE

1/4" = 1'-0" B

ENLARGED STAIR - EAST TRANSEPT

1/4" = 1'-0"

C

ENLARGED STAIR - EAST ENTRANCE

1/4" = 1'-0" F

FRONT ENTRANCE - SIDE ELEVATION

1/2" = 1'-0"

ENTRANCE STAIR - EAST ENTRANCE

EXISTING FLOOR JOIST

EXISTING WOOD FLOOR

5" CONCRETE SLAB

EXISTING EXTERIOR BRICK

6" CMU

5/8" GYPSUM

BOARD CEILING

3/4" PLYWOOD

PAINTED WHITE

HOLLOW METAL

DOOR

/4

3/4" AIR GAP

COMPACTED BACKFILL

4" GRANULAR FILL

REINFORCED

THICKENED

SLAB EDGE

AE441

SS501

P

IT

NORTH CRAWL SPACE

AE441

EXISTING FLOOR JOIST

EXISTING WOOD FLOOR

5" CONCRETE SLAB

6" CMU

5/8" GYPSUM

BOARD CEILING

3/4" PLYWOOD

PAINTED WHITE

3/4" AIR GAP

COMPACTED BACKFILL

4" GRANULAR FILL

REINFORCED

THICKENED

SLAB EDGE

IT

NORTH CRAWL SPACE

FIRST FLOOR

0' - 0"

BALCONY

10' - 1 5/8"

TOWER LANDING

19' - 5 3/8"

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR

PLAN FOR MAKE-UP OF

NEW CONSTRUCTION.

TWO LAYERS OF 1/4"

GYPSUM BOARD APPLIED

TO NEW METAL FRAMING

ON UNDERSIDE OF

EXISTING STRUCTURE

VERIFY STRUCTURE BEHIND

PLASTER AND LATHE

BALCONY

10' - 1 5/8"

TWO LAYERS OF 1/4"

GYPSUM BOARD APPLIED

TO NEW METAL FRAMING

ON UNDERSIDE OF

EXISTING STRUCTURE

5/8" GYPSUM BOARD

SALVAGED EXISTING

FIRE HOSE RACK,

EXISTING MOUNT

BRACKETS, AND

EXISTING BLOCKING

SHALL BE RE-

INSTALLED IN

PREVIOUS LOCATION.

G E N E R A L N O T E S :

A. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS

DIRECTED BY THE VA C.O.R.

B. INDICATIONS FOR REFINISHING OF WOODWORK OR FLOORING SHALL INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWN TO BARE WOOD. SAND SMOOTH ALL SURFACES, SEAL WOOD, RESTAIN AND COAT WITH SPECIFIED VARNISH.

C. ALL EXTERIOR WOOD IS SCHEDULED TO RECEIVE NEW NEW PAINT - SEE FINISH SCHEULE AND LEGEND

D. ALL HARDWOOD FLOORS SHALL RECEIVE NEW STAIN - SEE FINISH SCHEDULE AND LEGEND.

E. SEAL AROUND ALL EXTERIOR PIPE OPENINGS IN THE EXTERIOR WALLS WITH EXTERIOR SEALANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

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/3

/2

:0

:0

P

M

AE441

ENLARGED INTERIOR SECTIONS

AND ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/2" = 1'-0"

IT ROOM - SECTION

1/2" = 1'-0"

IT ROOM - SECTION

1/4" = 1'-0"

STAGE FURRING SECTION

1/2" = 1'-0"

WEST BALCONY SECTION

FIRST FLOOR

0' - 0"

ALUMINUM HANDRAIL AT

36" A.F.F.; ANODIZED

BRONZE, TYP.

5" 4"

FULLY GROUTED

BRICK VENEER

METAL SLEEVE EMBEDDED

IN CONCRETE WALL

CONCRETE PAD

4" GRANULAR FILL

6" 3'

2" 2'

2"

4" 2"

ALUMINUM GUARDRAIL AT

42" A.F.F.; ANODIZED

BRONZE, TYP.

8" 5"

4"

1"

FIRST FLOOR

0' - 0"

CONCRETE SIDEWALK

CONCRETE LANDING

AND STEPS. REFER

TO STRUCTURAL

DRAWINGS

4" GRANULAR

FILL. REFER TO

STRUCTURAL

DRAWINGS

LIMESTONE COPING

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING; ANODIZED

BRONZE, TYP.

1" TYP.

1/2" EXPANSION JOINT

MATERIAL

C

LE

A R6"

4" C

LR

G U

A R

D R

A

IL

3'

4" C

LR

1'

1/ 2"

4" CLR MAX

ALUMINUM GUARDRAIL AT 42"

ABOVE STAIR NOSING; ANODIZED

BRONZE, TYP.

1' - 0"

3/

4"

/8

3/

4"

1 3/4"

11 5/8"

1 3/4"

5/

8"

5/

8"LINE OF LIMESTONE

CAP ABOVE

ALUMINUM GUARDRAIL; ANODIZED BRONZE

ALUMINUM HANDRAIL; ANODIZED BRONZE

1' - 3"

1'

"2

AS501

BRICK

GROUTED

SOLID

#4 REBAR

10"

1'

1' - 2"

LIMESTONE CAP

AS501

ALUMINUM GUARDRAIL; ANODIZED BRONZE

ALUMINUM HANDRAIL; ANODIZED BRONZE

FIRST FLOOR

0' - 0"

BRICK VENEER

RAMP FOUNDATION WALL.

REFER TO STRUCTURAL

DRAWINGS

RAMP FOOTING. REFER TO

STRUCTURAL DRAWINGS

CONCRETE SLAB

RAILING POST SET INTO

RAMP AND FOUNDATION

WALL 1'-0" MINIMUM

AS501

C

GRANULAR

FILL

1/2" EXPANSION JOINT MATERIAL

AIR GAP

5" 4"

GRANULAR FILL

CELLULOSE WEEPS AT 24" O.C., TYP.

FLEXIBLE FLASHING AND DRIP

AT BASE

8"

1' - 1"

3/

8"

3/8"

1/4"

DRIP

EDGE

7 1/2" 7 1/2"

1/

2"

1/ 4"

3/4" CHAMFERED EDGE

DRIP EDGE

STANDARD FACE BRICK

CONCRETE

FOUNDATION

5"

METAL RAILING ENGAGED IN

CONCRETE RAMP

2" 10"

M

IN

1'

3 1/2"

RECESSED SLEEVE TO

RECEIVE RAILING POST.

1/

2"

HSS 1.66" x .125" HANDRAIL

(PROVIDE 1'-0" EXTENSIONS

TOP & BOTTOM) (STAINLESS

STEEL FINISH)

5/8" DIA. SS HANDRAIL

SUPPORT

2 1/2" DIA x 1/8" STAINLESS STEEL

PLATE C/W 2 BOLTS AND CINCH

ANCHORS PER PLATE FASTENED

TO WALL, MAX 3'-0" O.C. TYPICAL

FACE OF WALL

2 1/2"

*NOTE - PAVER PATTERN IS FOR

VISUAL REFERENCE. CONFIRM

EXISTING PATTERN BEFORE

REMOVAL AND REINSTALLATION OF

PAVERS.

BRICK PAVER REINSTALLATION

STARTING POINT

1/2" EXPANSION JOINT

WITH CONTINUOUS SEALANT

AT PERIMETER

PAVERS SHALL BE PLACE TIGHTLY

AS501

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

GRADE

-3' - 9"

M

IN

2'

AS501

CONCRETE FOOTING.

REFER TO STRUCTURAL

DRAWINGS

CONCRETE FOUNDATION.

REFER TO STRUCTURAL

DRAWINGS

BRICK VENEER

GUARDRAIL

GRADE

CONCRETE RAMP

FIRST FLOOR

0' - 0"

AS501

BRICK

CAST STONE

CAP

HANDRAIL

GUARDRAIL

CONCRETE

FOUNDATION

WALL

CONCRETE

PAD

4" GRANULAR

FILL

1/

4" 1'

/4

1'

1" AIR GAP

DRIP

EDGE

1' - 1"

WALL BELOWDRILLED HOLE FOR

RAILING, WHERE

APPLICABLE

6 1/2" 2" 6 1/2"

1/

2"

3/

8"

FIRST FLOOR

0' - 0"

COMPACTED SUBGRADE

4" COMPACTED

AGGREGATE SUBBASE

MIN 1" DIA.

WEEP @ 24" O.C.

EXISTING PAVERS

TIGHTLY REINSTALLED

4" CONCRETE SLAB

8" CONCRETE

TURN DOWN SLAB

1/2" EXPANSION JOINT

WITH SEALANT

SLOPE 1/8" PER FOOT

3/4" COMPACTED

BITUMINOUS SETTING BED

NEW CONCRETE RAMP

#4 CONT.

6x6-W2.9xW2.9 WWF

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

ANGLE CLIPS AND 3/8" HILTI

HAS THREADED ROD (OR

EQUAL) W/ 3-3/4" EMBED.

9' LADDER

LADDER SAFETY POST

SEE STRUCTURAL

DRAWINGS

METAL ACCESS GRATE

ANGLE BAND HINGE

4' - 0"

3'

ANGLE BAND HINGE

WELDED STEEL FRAME

GALVANIZED STEEL

GRATE - 1 1/4" x 3/16"

EQ EQ EQ

POSTS O.C.

5' - 0" MAX

4" CLR MAX.

4" C

LR

M

A X

4"

C

LR

M A

X

3'

T Y

P

IC

A L

3'

/8

4"

11 5/8"

LIMESTONE CAP

BRICK POST

ALUMINUM HANDRAIL

ALUMINUM GUARDRAIL

3'

2" 2"

2"

CONCRETE

PLATFORM

VIF

1' - 4" +/-

EXISTING 1/2" PLANK

SUBFLOOR

EXISTING 1/2" COVER BOARD

EXISTING EPDM MEMBRANE

LAP WELD

0' - 8"

1/2" PLYWOOD INFILL

1/2" COVER BOARD

EPDM MEMBRANE

NEW FRAMING AT INFILL

EXISTING WOOD JOIST

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021

C U s e rs

\d u n n t\ D o c u m e n ts

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A

M

AS501

EXTERIOR DETAILS

Owner

GA TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1 1/2" = 1'-0"

TYP. HANDRAIL AT EXT. STAIR

1" = 1'-0"

SECTION AT SOUTH TRANSEPT STAIRS

1 1/2" = 1'-0" E

PLAN DETAIL - BRICK POST

1 1/2" = 1'-0" D

PLAN DETAIL - LIMESTONE POST CAP

1" = 1'-0"

RAMP SECTION AT FOUNDATION

3" = 1'-0"

TYP. CAST STONE CAP

1 1/2" = 1'-0" C

CONCRETE RAMP / PAD - EDGE DETAIL

3" = 1'-0" B

SECTION AT WALL MOUNTED HANDRAIL

1/2" = 1'-0" A

EXTERIOR BRICK PAVER PATTERN

1/2" = 1'-0"

EAST TRANSEPT - TRANS. SECTION

1" = 1'-0"

SOUTH TRANSEPT STAIRS - TRANS. SECTIOn

3" = 1'-0"

TYP. CAST STONE CAP AT STAIRS

1/2" = 1'-0"

EXTERIOR PAVER SECTION

1/2" = 1'-0"

AREAWAY LADDER - SECTION

1/2" = 1'-0"

AREAWAY ACCESS GRATE

1" = 1'-0"

TYP. EXTERIOR RAILING ELEVATION

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

1 1/2" = 1'-0"

EPDM DETAIL

/8

/8

/8

/4

/4

/4

/4

1 3/8" 3/4"

3/4" 1 5/8"

1/2"

1 3/8"

*NOTE: VERIFY DIMENSIONS, PROFILE, AND

CONSTRUCTION TO MATCH EXISTING WALL BASE.

1"

7/8"

/8

7/8" 3/4"

/4

*NOTE: VERIFY DIMENSIONS, PROFILE, AND

CONSTRUCTION TO MATCH EXISTING WALL BASE.

EXISTING WOOD TRUSS

EXISTING WOOD PIN

GLUE LAMINATED WOOD

/8

/4

/4

/8

/2

/4

1' - 0 1/2" 9 5/8" 3 7/8" 1 1/4"1 1/4"

/2

3/4"

4"

2' - 4 1/2"

1" 10" 1"

3/4" 1"

*NOTE: VERIFY DIMENSIONS, PROFILE, AND CONSTRUCTION TO MATCH EXISTING WOOD BRACKET.

EXISTING WOOD TRUSS

EXISTING WOOD PIN

GLUE LAMINATED WOOD

1" 3/4"

EXISTING WOOD PULPIT TO BE

SALVAGED, SANDED, AND

RE-STAINED FOR

REINSTALLATION IN NEW

WORK.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

EXISTING MASONRY CONSTRUCTION.

VERIFY LOCATION IN FIELD.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

REFER TO AE601 FOR

OPENING JAMB DETAILS.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

VIF

1' - 4" +/-

1/4" TYP.

EXISTING WOOD JOIST

TERRAZZO TILE

MORTAR BED. ADJUST TO BRING

FINISHED FLOOR LEVEL WITH

ADJACENT EXISTING FLOOR FINISHES

1/2" PLYWOOD SUBFLOOR

1/2" CEMENT BOARD SUBFLOOR

1' - 4" VIF

EXISTING WOOD JOIST

TERRAZZO TILE

MORTAR BED. ADJUST TO BRING

FINISHED FLOOR LEVEL WITH

ADJACENT EXISTING FLOOR FINISHES

1/2" PLYWOOD SUBFLOOR

1/2" CEMENT BOARD SUBFLOOR

TILE EDGE PIECE

VIF

1' - 4" +/-

VIF

1' - 4" +/-

EXISTING WOOD JOIST

1/2" PLYWOOD SUBFLOOR

FINISH FLOOR VARIES

R-21 BATT INSULATION

SUBFLOOR INSULATION NETTING

OR SIMILAR SUPPORT

BALCONY

10' - 1 5/8"

COORDINATE BALCONY TRIM WOOD WORK

WITH DEMOLITION SCOPE. WOOD SHALL BE

REFINISHED AND STAINED TO MATCH

ADJACENT TRIM.

6" X 8" WOOD BEAM

1/4" X 3-1/2" STAINLESS

STEEL WOOD SCREW

ORNAMENTAL JOIST

HANGER

5 1/2"

/2 "7

2 1/2"

EXISTING WOOD TRUSS

E Q

E Q

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

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M t H o m e

C h a p e l_

B tj .d u n n

.r v t

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/2

:0

:1

P

M

AE502

INTERIOR DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

3" = 1'-0"

EXISTING BASE TRIM - LARGE

3" = 1'-0"

EXISTING BASE TRIM - SMALL

1 1/2" = 1'-0"

TRUSS BRACKET DETAIL

3/4" = 1'-0"

PLAN DETAIL

3/4" = 1'-0"

PLAN DETAIL

1 1/2" = 1'-0"

TERRAZZO FLOOR SYSTEM

1 1/2" = 1'-0"

TERRAZZO FLOOR TO WOOD FLOOR

1 1/2" = 1'-0"

SUBFLOOR INSULATION AT TRANSEPTS

1/2" = 1'-0"

BALCONY RAILING DETAIL

3" = 1'-0"

JOIST HANGER AT TRUSS

3 1/4"1/2" SEE PLANSEE PLAN

RE-INSTALL VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD STOP

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 2 3/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISH WOOD STOP

REPLACE EXISTING

WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD ACCENT PANEL

EXISTING TRIM TO REMAIN.

STRIP PAINT AND VARNISH

IN COORDINATION WITH

NEW WORK.

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 1/2" 3 1/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER AND

LATHE TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD PANEL

EXISTING WOOD ACCENT PANEL

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 1/2" 3 1/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING

WOOD TRIM

NEW 5/8" GYPSUM

WALLBOARD ON 2 1/2"

METAL STUD

EXISTING PLASTER AND

LATHE TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD PANEL

EXISTING WOOD ACCENT PANEL

DEMOLISHED NEW CONSTRUCTION

1 15/16" VARIES VARIES

5/8" GYPSUM BOARD

DOUBLE STUDS

BACK TO BACK

CAULK ALL AROUND

BOTH SIDES

STANDARD FRAME FOR

GYPSUM BOARD

JAMB ANCHORS

/4

4 7/8"

FIRST FLOOR

0' - 0"

GRIND CONCRETE SILL BETWEEN

WOOD TRIM OPENING TO BE FLUSH

WITH ADJACENT FLOOR.

GRIND CONCRETE SILL BETWEEN

BRICK OPENING TO BE FLUSH WITH

ADJACENT FLOOR.

EXISTING BRICK

WALL BEYOND

EXISTING BRICK TRANSOM

TO BE SALVAGED AND

PALLETIZED FOR RE-USE.

WOOD DOOR FRAME TO BE REMOVED

EXISTING STEEL LINTEL TO BE

CUT AT BRICK JAMB EXTENT

EXISTING HINGE TO BE SALVAGED AND

RE-INSTALLED IN NEW WORK SCOPE.

EXTERIOR

DEMOLISHED

EXISTING BRICK

WALL BEYOND

GLAZING AS SCHEDULED

EXISTING HINGE TO BE

RE-INSTALLED.

NEW DOOR FRAME INSET

INTO WOOD GLAZING SYSTEM

WOOD FRAMING ASSOCIATED

WITH WOOD GLAZING SYSTEM

EXTERIOR

NEW 3/8" STEEL LINTEL EMBEDDED

6" IN JAMB MASONRY

A B C

E - EXTERIOR E - INTERIOR F G

SEE PLAN

CMU BLOCK WALL

STANDARD HOLLOW METAL FRAME

FOR CMU GROUTED SOLID

CAULK AROUND FRAME

ON ALL SIDES

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

SEE PLAN

EXISTING PLASTER AND LATHE TO BE

REPLACED WITH GYPSUM BOARD. SEE

PLAN FOR EXTENT OF PLASTER REMOVAL.

WOOD TRIM. REMOVE, CLEAN, AND

VARNISH BEFORE REINSTALLATION

IN COORDINATION WITH NEW WORK.

WHERE NEW OPENING WIDTH VARIES

FROM EXISTING CONDITION, NEW

TRIM SHALL BE FABRICATED TO

MATCH EXISTING PROFILES.

EXISTING WOOD STOP

SEE PLAN

EXISTING PLASTER AND LATHE TO BE

REPLACED WITH GYPSUM BOARD. SEE

PLAN FOR EXTENT OF PLASTER REMOVAL.

WOOD TRIM. REMOVE, CLEAN, AND VARNISH

BEFORE REINSTALLATION IN COORDINATION

WITH NEW WORK. WHERE NEW OPENING

WIDTH VARIES FROM EXISTING CONDITION,

NEW TRIM SHALL BE FABRICATED TO MATCH

EXISTING PROFILES.

WOOD PANEL STAINED TO

MATCH ADJACENT TRIM

WOOD ACCENT PANEL STAINED

TO MATCH ADJACENT TRIM

TYPICAL EXTERIOR CONDITION

TYPICAL INTERIOR CONDITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021

C U s e rs

\d u n n t\ D o c u m e n ts

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\F

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C h a p e l_

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:2

:1

A

M

AE601

DOOR SCHEDULE AND DETAILS

Owner

GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

12/17/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

DOOR SCHEDULE

MARK

DOOR PANEL DOOR FRAME

Hardware Set

SCHEDULE

NOTESPANEL TYPE HEIGHT* WIDTH* FRAME TYPE

FRAME

MATERIAL JAMB

003A -- 7' - 5" 2' - 8" ETR ETR -- 6.0 2

007A G 6' - 2" 3' - 0" 1 HM 4.0 4

010A G 6' - 8" 3' - 0" 1 HM 4.0 4

101A E 7' - 8" 5' - 10" * WD 1.0 1

102A B 7' - 5" 4' - 10" * WD 14/AE601 6.0 1

104A A 7' - 5" 2' - 8" * WD 13/AE601 7.0 1

104B A 7' - 5" 2' - 8" * WD 12/AE601 8.0 1

104C A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

106A -- 7' - 11 1/2" 2' - 8" * WD 3/AE601 5.0 3

106B A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

107 F 7' - 0" 3' - 0" 2 WD 2.0 4

108 F 7' - 0" 2' - 8" 2 WD 2.0 4

109A A 7' - 5" 2' - 8" ETR ETR* -- 6.0 2

109B A 7' - 5" 2' - 8" ETR ETR* -- 6.0 2

110A E 7' - 8" 5' - 10" ETR ETR* -- 6.0 2

111A B 7' - 5" 4' - 10" * WD 14/AE601 6.0 1

112A -- 7' - 11 1/2" 2' - 8" * WD 12/AE601 5.0 3

112B A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

113 F 7' - 0" 2' - 8" 2 WD 2.0 4

114 F 7' - 0" 3' - 0" 2 WD 2.0 4

116A A 7' - 5" 2' - 8" * WD 13/AE601 7.0 2

116C A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

116D F 7' - 0" 2' - 0" 1 WD 3.0 4

201 C 7' - 5" 2' - 8" ETR ETR -- 6.0 1

203 C 7' - 5" 2' - 8" ETR ETR -- 6.0 1

DOOR SCHEDULE NOTES:

1. REMOVE, CLEAN, STAIN, AND VARNISH EXISTING DOOR PANEL. HINGES SHALL BE SALVAGED AND CLEANED. ADJUST JAMB AND

RE-INSTALL DOOR ACCORDING TO SCHEDULED DETAIL.

2. REMOVE, CLEAN, STAIN, AND VARNISH EXISTING DOOR PANEL FOR INSTALLATION IN NEW WORK PLANS.

3. REMOVE AND RESTORE DOOR AND EXISTING HARDWARE AND STORE IN COORDINATION WITH C.O.R. ADJUST JAMB ACCORDING

TO SCHEDULED DETAIL.

4. PROVIDE NEW DOOR AND FRAME.

*PANEL TYPE - SEAL DOOR SHUT AFTER INSTALLATION OF NEW FURRING AND RE-INSTALLATION OF DOOR.

FRAME TYPE NOTES: REFER TO DETAILS 5 & 6 ON AE601 FOR FRAME TYPE 1 AND 2. " * " INDICATES FRAME MODIFICATION.

1 1/2" = 1'-0"

EXTERIOR JAMB REBUILD

1 1/2" = 1'-0"

INTERIOR JAMB - FURRING ONE SIDE

1 1/2" = 1'-0"

INTERIOR JAMB - ONE PANEL

1 1/2" = 1'-0"

INTERIOR JAMB - TWO PANEL

3" = 1'-0"

TYP. HOLLOW METAL HEAD DETAIL (FRAME TYPE 2)

1 1/2" = 1'-0"

SILL REPAIR AT TOWER ENTRY

1 1/2" = 1'-0"

ENTRY DOOR HEAD DETAIL

3" = 1'-0"

TYP HOLLOW METAL HEAD DETAIL IN CMU WALL (FRAME TYPE 1)

1 1/2" = 1'-0"

TYPICAL HEAD DETAIL

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021